Traffic Study revised 062626 resubmission 4933 0058 5912 v1

1956 24-04212 No Build-AM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 127 0 100 2 1 1 159 369 4 0 473 348 Future Volume (vph) 127 0 100 2 1 1 159 369 4 0 473 348 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 12 12 10 10 10 10 10 10 13 11 12 Grade (%) 2% -2% -3% 3% Storage Length (ft) 0 0 0 0 100 0 0 0 Storage Lanes 1 0 0 0 1 0 0 1 Taper Length (ft) 25 25 25 25 75 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 0.99 1.00 0.99 Frt 0.850 0.966 0.998 0.850 Flt Protected 0.950 0.976 0.950 Satd. Flow (prot) 1936 1767 0 0 1866 0 1853 3594 0 0 3653 1758 Flt Permitted 0.950 0.976 0.444 Satd. Flow (perm) 1936 1767 0 0 1866 0 861 3594 0 0 3653 1738 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 585 2 Link Speed (mph) 25

No Yes No Satd. Flow (RTOR) 585 2 Link Speed (mph) 25 25 35 35 Link Distance (ft) 277 225 325 94 Travel Time (s) 7.6 6.1 6.3 1.8 Confl. Peds. (#/hr) 6 1 1 6 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 2% 0% 0% 0% 0% 0% 2% 5% 0% 0% 4% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 131 103 0 0 4 0 164 384 0 0 488 359 Turn Type Prot NA Perm NA pm+pt NA NA pm+ov Protected Phases 4 10 5 2 6 4 Permitted Phases 10 2 6 6 Detector Phase 4 10 10 5 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 9.0 9.0 9.0 5.0 Minimum Split (s) 10.0 10.0 10.0 8.0 15.0 15.0 15.0 10.0 Total Split (s) 17.0 12.0 12.0 10.0 61.0 51.0 51.0 17.0 Total Split (%) 18.9% 13.3% 13.3% 11.1% 67.8% 56.7% 56.7% 18.9% Maximum Green (s) 12.0 7.0 7.0 7.0 55.0 45.0 45.0 12.0 Yellow Time (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0

0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 3.0 6.0 6.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None Max Max Max None Walk Time (s) 7.0 9.0 9.0 9.0 7.0 Flash Don't Walk (s) 17.0 15.0 15.0 15.0 17.0 Pedestrian Calls (#/hr) 4 2 0 0 4 Act Effct Green (s) 11.4 0.0 5.2 60.4 57.4 47.9 60.3 Actuated g/C Ratio 0.14 0.00 0.06 0.74 0.70 0.59 0.74 JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings

1956 24-04212 No Build-AM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.49 0.18 0.03 0.23 0.15 0.23 0.28 Control Delay (s/veh) 38.0 0.7 40.5 5.7 5.7 10.1 3.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 38.0 0.7 40.5 5.7 5.7 10.1 3.3 LOS D A D A A B A Approach Delay (s/veh) 21.6 40.5 5.7 7.2 Approach LOS C D A A Queue Length 50th (ft) 59 0 2 15 23 51 26 Queue Length 95th (ft) 124 0 14 79 91 144 94 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 334 585 162 723 2526 2146 1287 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.18 0.02 0.23

0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.18 0.02 0.23 0.15 0.23 0.28 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 81.6 Natural Cycle: 45 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.49 Intersection Signal Delay (s/veh): 8.8 Intersection LOS: A Intersection Capacity Utilization 64.6% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway #10 #10 #10 Ø2 Ø4 Ø10 61 s 17 s 12 s #10 #10 Ø5 Ø6 10 s 51 s JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings

1956 24-04212 No Build-PM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 256 0 221 1 2 2 187 545 4 5 499 263 Future Volume (vph) 256 0 221 1 2 2 187 545 4 5 499 263 Ideal Flow (vphpl) 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 2100 Lane Width (ft) 12 12 12 10 10 10 10 10 10 13 11 12 Grade (%) 2% -2% -3% 3% Storage Length (ft) 0 0 0 0 100 0 0 0 Storage Lanes 1 0 0 0 1 0 0 1 Taper Length (ft) 25 25 25 25 75 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 1.00 Ped Bike Factor 1.00 1.00 Frt 0.850 0.946 0.999 0.850 Flt Protected 0.950 0.990 0.950 Satd. Flow (prot) 1975 1767 0 0 1854 0 1871 3739 0 0 3762 1758 Flt Permitted 0.950 0.990 0.404 0.950 Satd. Flow (perm) 1975 1767 0 0 1854 0 795 3739 0 0 3574 1752 Right Turn on Red Yes No Yes No Satd. Flow (RTOR) 688 1 Link Speed

Yes No Yes No Satd. Flow (RTOR) 688 1 Link Speed (mph) 25 25 35 35 Link Distance (ft) 277 225 325 94 Travel Time (s) 7.6 6.1 6.3 1.8 Confl. Peds. (#/hr) 2 2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles (%) 0% 0% 0% 0% 0% 0% 1% 1% 0% 0% 1% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 264 228 0 0 5 0 193 566 0 0 519 271 Turn Type Prot NA Perm NA pm+pt NA Perm NA pm+ov Protected Phases 4 10 5 2 6 4 Permitted Phases 10 2 6 6 Detector Phase 4 10 10 5 2 6 6 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 9.0 9.0 9.0 5.0 Minimum Split (s) 10.0 10.0 10.0 8.0 15.0 15.0 15.0 10.0 Total Split (s) 29.0 12.0 12.0 13.0 49.0 36.0 36.0 29.0 Total Split (%) 32.2% 13.3% 13.3% 14.4% 54.4% 40.0% 40.0% 32.2% Maximum Green (s) 24.0 7.0 7.0 10.0 43.0 30.0 30.0 24.0 Yellow Time (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0

24.0 Yellow Time (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 3.0 All-Red Time (s) 2.0 2.0 2.0 0.0 2.0 2.0 2.0 2.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 5.0 5.0 3.0 6.0 6.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Recall Mode None None None None Max Max Max None Walk Time (s) 7.0 9.0 9.0 9.0 7.0 Flash Don't Walk (s) 17.0 15.0 15.0 15.0 17.0 Pedestrian Calls (#/hr) 4 2 0 0 4 Act Effct Green (s) 14.2 0.0 5.2 46.7 43.7 33.2 48.4 Actuated g/C Ratio 0.20 0.00 0.07 0.66 0.62 0.47 0.68 JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings

1956 24-04212 No Build-PM 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.66 0.33 0.04 0.30 0.25 0.31 0.23 Control Delay (s/veh) 34.9 1.3 35.6 7.8 7.9 14.5 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (s/veh) 34.9 1.3 35.6 7.8 7.9 14.5 3.9 LOS C A D A A B A Approach Delay (s/veh) 19.3 35.6 7.9 10.9 Approach LOS B D A B Queue Length 50th (ft) 102 0 2 23 45 64 21 Queue Length 95th (ft) 199 0 14 94 133 164 82 Internal Link Dist (ft) 197 145 245 14 Turn Bay Length (ft) 100 Base Capacity (vph) 679 688 186 678 2306 1675 1199 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.33 0.03 0.28 0.25 0.31

0 0 0 0 0 Reduced v/c Ratio 0.39 0.33 0.03 0.28 0.25 0.31 0.23 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 70.8 Natural Cycle: 50 Control Type: Semi Act-Uncoord Maximum v/c Ratio: 0.66 Intersection Signal Delay (s/veh): 11.9 Intersection LOS: B Intersection Capacity Utilization 66.6% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 10: Prospect Avenue (CR 577) & Rooney Circle/Driveway #10 #10 #10 Ø2 Ø4 Ø10 49 s 29 s 12 s #10 #10 Ø5 Ø6 13 s 36 s JLN Synchro 12 Report 06/24/2026 Lanes, Volumes, Timings